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ACS SERVICES LLC FIELD DENSITY REPORT
ACS PROJECT# 2301458 DATE OF TESTING Monday,May 1,2023
CLIENT NAME Imperial Excavating ACS FIELD TECH. Blake Johnson
PROJECT NAME r Excel Health e_ - " • __ I GEN.TEST LOCATION
PROJECT ADDRESS ( 5720 W Peoria Ave GAUGE SERIAL NO.
PROJECT CITY Glendale STANDARD COUNTS DEN. MOIST.
FIELD OBSERVATIONS QUALITY CONTROL RESULTS
TEST ROCK CORRECTED - '
ELEV. WET DRY MOISTURE% COMPACTION% COMMENT
MOISTURE MAX.DENSITY PASS/
NO, LOCATION (SEE DEF. DENSITY DENSITY ROCK% LAB# (SEE BELOW
°` BELOWI (PCF) CONTENT(%) (PCP)
FAIL
=x "e.e MOIST% DRY DEN SPEC ACTUAL= SPEC ACTUAL, FORCWES)
1 Center of Pool 96.0 131.4 10.8 118.6 12% 11.2 123.0 NA 10.8 NA (- 96.4./1 NA 22-2317 1
2 Center of Pool 97.0 132.5 9.4 121.1 12% 11.2 123.0 NA 9.4 NA 98.5%4 NA 22-2317 1
3 Center of Pool 98.0 131.2 9.9 119.4 12% 11.2 123.0 NA 9.9 NA f 97.1% NA 22-2317 1
4 Center of Pool 99.0 130.9 10.1 118.9 12% 11.2 123.0 NA 10.1 NA 96.7°h NA 22-2317 1
5 Center of Pool 100.0 135.3 11.0 121.9 12% 11.2 123.0 NA 11.0 NA 99.1%' NA 22-2317 1
6
7
8 'Information only testing-No specs given
9
10
• NOTE: 100.0 ELEVATION EQUALS AT GRADE PER COMMENT CODE
UNCORRECTED UNCORRECTED OPTIMUM MAXIMUM
COMPACTION EQUIPMENT USED(X): LAB# MOISTURE CONTENT DRY DENSITY ROCK% MOISTURE DRY DENSITY
❑VIBRATORY ❑SHEEPSFOOT ❑SMOOTH STEEL DRUM (%) (PCP) CONTENT(%) (PCP)
❑NON VIBRATORY ❑BRICKFOOT ElWALK BEHIND STEEL DRUM 22-2317 12.5% 119.2 12.0% 11.2% 123.0
❑VIBRATORY PLATE ❑BULLDOZER ❑OTHER: ,
0 JUMPING JACK ❑✓ RUBBER TIRED
TEST LOCATION ESTABLISHED BY: DEPTH OR ELEVATION OF TEST LOCATION ESTABLISHED BY, TEST CONDUCTED ON: COMMENT CODES:
❑GRID LINES 2ESTIMATION ❑SURVEY 2ESTIMATION ❑FULL TIME BASIS 1=FILL MATL A=TEST RESULTS COMPLY
WITH SPECIFICATIONS
2=BACKFILL
❑CONTROL PTS. ❑CONTRACTOR El GRADE
GRADE STAKES ❑CONTRACTOR ❑INTERMITTENT BASIS 3=BASE CRSE B=COMPACTIOY%TO NOT COMPLY WITH SPECS
4=SUBBASE TEST
.� 5=SOIL CMNT C=RETEST EINF EXCESS
Christian Mayfield G�fGL/IIl4 Wv�ied/ 5/17/2023 6=SUBGRADE D=MOISTURE IN EXCESS OF
7=OTHER SPECIFCATION
ACS PROJECT MANAGER SIGNATURE DATE E=MOISTURE BELOW SPECS
ACS Services LLC • 2235 W Broadway Rd • Mesa,AZ 85202 • ,P:480-968-0190 • F:480-968-0156 • www.acsservicesllc.com
ACS SERVICES LLC FIELD DENSITY REPORT
ACS PROJECT# 2301458 DATE OF TESTING Monday, May 1,2023
CLIENT NAME Imperial Excavating ACS FIELD TECH. Blake Johnson
PROJECT NAME Excel Health GEN.TEST LOCATION
PROJECT ADDRESS 5720 W Peoria Ave GAUGE SERIAL NO.
PROJECT CITY Glendale STANDARD COUNTS DEN. MOIST.
FIELD OBSERVATIONS QUALITY CONTROL RESULTS
ROCK CORRECTED MOISTURE% COMPACTION
TEST ELEV. WET DRY COMMENT
LOCATION MOISTURE MAX.DENSITY PASS/
NO. (SEE DEF. DENSITY CONTENT(%) DENSITY ROCK% FAIL LAB# (FOR CODES)
BELOW) (PCF) (PCF) MOIST% DRY DEN SPEC ACTUAL SPEC ACTUAL
1 Center of Pool 96.0 131.4 10.8 118.6 12% 11.2 123.0 NA 10.8 NA 96.4% NA 22-2317 1
2 Center of Pool 97.0 132.5 9.4 121.1 12% 11.2 123.0 NA 9.4 NA 98.5% NA 22-2317 1
3 Center of Pool 98.0 131.2 9.9 119.4 12% 11.2 123.0 NA 9.9 NA 97.1% NA 22-2317 1
4 Center of Pool 99.0 130.9 10.1 118.9 12% 11.2 123.0 NA 10.1 NA 96.7% NA 22-2317 1
5 Center of Pool 100.0 135.3 11.0 121.9 12% 11.2 123.0 NA 11.0 NA 99.1% NA 22-2317 1
6
7
8 *Information only testing-No specs given
9
10
NOTE: 100.0 ELEVATION EQUALS AT GRADE PER COMMENT CODE
COMPACTION EQUIPMENT USED(X): UNCORRECTED UNCORRECTED OPTIMUM MAXIMUM
LAB# MOISTURE CONTENT DRY DENSITY ROCK% MOISTURE DRY DENSITY
❑VIBRATORY ❑SHEEPSFOOT ❑SMOOTH STEEL DRUM (%) (PCF) CONTENT(%) (PCF)
ElNON VIBRATORY ElBRICKFOOT ❑WALK BEHIND STEEL DRUM 22-2317 12.5% 119.2 12.0% 11.2% 123.0
❑VIBRATORY PLATE ❑ BULLDOZER ❑OTHER:
❑JUMPING JACK Q RUBBER TIRED
TEST LOCATION ESTABLISHED BY: DEPTH OR ELEVATION OF TEST LOCATION ESTABLISHED BY: TEST CONDUCTED ON: COMMENT CODES: .
=TEST RESULTS
ElGRID LINES 2ESTIMATION ❑SURVEY ElESTIMATION ElFULL TIME BASIS 1 =FILL MATL A WITH SPECIFICATIONS
2=BACKFILL B=COMPACTION%DOES
❑CONTROL PTS. ❑CONTRACTOR ElGRADE STAKES ElCONTRACTOR ❑INTERMITTENT BASIS 3=BASE CRSE
SUBBASE NOT COMPLY WITH SPECS
4=SUBB ET C=RETEST OF PREVIOUS TEST
5=SOIL AS
Christian Mayfield e/,,, -,i ���l SPECIFCATIeZZ 5/17/2023 6=SUBGRADE D=MOISTURE EXCESS OF
• 7=OTHER ON
ACS PROJECT MANAGER SIGNATURE DATE E=MOISTURE BELOW SPECS
ACS Services LLC • 2235 W Broadway Rd • Mesa,AZ 85202 • P: 480-968-0190 • F: 480-968-0156 • www.acsserviceslic.com